US4623170A - Coupling - Google Patents

Coupling Download PDF

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Publication number
US4623170A
US4623170A US06/500,538 US50053883A US4623170A US 4623170 A US4623170 A US 4623170A US 50053883 A US50053883 A US 50053883A US 4623170 A US4623170 A US 4623170A
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United States
Prior art keywords
coupling
tube
attachment means
axis
pipe
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Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
US06/500,538
Inventor
Kenneth R. Cornwall
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
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Individual
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Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to US06/500,538 priority Critical patent/US4623170A/en
Priority to CA000455360A priority patent/CA1212907A/en
Priority to PCT/US1984/000847 priority patent/WO1984004795A1/en
Priority to JP59502305A priority patent/JPS60501471A/en
Priority to AU29686/84A priority patent/AU560377B2/en
Priority to EP84902321A priority patent/EP0145752B1/en
Priority to BR8406915A priority patent/BR8406915A/en
Priority to DE8484902321T priority patent/DE3470796D1/en
Application granted granted Critical
Publication of US4623170A publication Critical patent/US4623170A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G15/00Forms or shutterings for making openings, cavities, slits, or channels
    • E04G15/06Forms or shutterings for making openings, cavities, slits, or channels for cavities or channels in walls of floors, e.g. for making chimneys
    • E04G15/061Non-reusable forms
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L5/00Devices for use where pipes, cables or protective tubing pass through walls or partitions
    • F16L5/02Sealing
    • F16L5/04Sealing to form a firebreak device
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L5/00Devices for use where pipes, cables or protective tubing pass through walls or partitions
    • F16L5/02Sealing
    • F16L5/10Sealing by using sealing rings or sleeves only
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10STECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10S285/00Pipe joints or couplings
    • Y10S285/901Cap closures
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10STECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10S285/00Pipe joints or couplings
    • Y10S285/915Mastic

Definitions

  • the present invention relates to an improved coupling (10) adapted to be embedded in concrete (101).
  • the present invention relates to a coupling having regularly spaced concentric rings (11c) on the outside (11b) of the coupling which provide a water tight seal with the concrete and which provide a means for adjusting the height of the coupling prior to installation by cutting to conform with the concrete pour upper surface (101a or 101b) to provide a flush fit.
  • FIG. 1 is a front view of a coupling (10) showing concentric rings (11c) which are at a predetermined height from the base (12a) of a circular flange (12).
  • FIG. 2 is a front cross-sectional view of the coupling (10) of FIG. 1 and including in addition a removable cap (15) used during pouring of the cement and showing plastic pipe (102) in dotted lines which is installed after pouring
  • FIG. 3 is a front cross-sectional view of the coupling (10) of FIG. 2 wherein a small diameter pipe (200) is held in place by retainers (300) and wherein a fire retardant packing (305) is provided inside the coupling.
  • the present invention relates to a coupling (10) having spaced apart parallel cylindrical inside and outside walls which coupling is adapted to be embedded in a concrete floor (101) for supporting pipe (102, 200) and to be at least temporarily supported by a form (100) for pouring the concrete floor which comprises:
  • a tube 11 having an inside cylindrical wall (11a) defining a cylindrical longitudinal axis (A--A), an outside wall (11b) and opposing ends between the walls;
  • the coupling 10 is preferably an integral unit made of injection molded plastic (PVC) and includes a cylindrically shaped tube 11 having a cylindrical inside wall 11a defining a longitudinal axis A--A and a parallel cylindrical outside wall 11b and with a flange 12 at one end of the tube 11.
  • the outside wall 11b has a series of parallel concentric rings 11c positioned such that the lower surface 11d is exactly an even number of inches (or centimeters) from the lower surface 12a of flange 12 and the dimension is preferably marked on the outside wall 11b of the tube 11 as shown in FIG. 1 for reasons which will become apparent.
  • the rings 11c have lower surfaces 11d and upper surfaces 11e which are perpendicular to the longitudinal axis A--A of the tube 11.
  • the flange 12 includes holes 13 for nails or screws 102 which hold the coupling 10 in position on a pouring form 100 (shown in dotted lines in FIGS. 2 and 3).
  • the lower surface 12a of the flange 12 is secured to the pouring form 100 using the nails or screws 102 as shown in FIG. 3 or by gluing (not shown).
  • Adjacent to the upper surface 12a of flange 12 is a step form 14, concentric with and spaced from the lower most pour ring 11c, which has a radius which is the size of a standard size hole cutter so that the step form 14 fits in closely spaced relationship to a hole 104 in template 105 (as shown in dotted lines).
  • the template 105 is used to position multiple couplings 10 so that piping (not shown) can be prefabricated for installation between couplings on the same level.
  • the inside wall 11a of the tube 11 includes an inner concentric annular rim 11f which is adapted to receive plastic pipes or the like which abut on spaced apart upper and lower shoulder surfaces 11g and 11h respectively, both of which are perpendicular to the longitudinal axis A--A of the tube 11.
  • the face 11i of the inner annular rim 11f is parallel to the longitudinal axis A--A and preferably projects towards the axis to produce a height (length of shoulders 11g and 11h) which is about equal to the wall thickness of a standard pipe 102 or 103 (as shown in dotted lines in FIG. 2).
  • the inner wall 11a of tube 11 includes a chamfered portion 11j adjacent to the flange 12.
  • a cover 15 (FIG. 2) is placed over the outside surface 11b of the wall 11 at the end of tube 11 opposite the flange 12. This prevents cement from entering the inside of the coupling 10 during pouring and allows a cement finisher to pass over the coupling 10 at upper surface 101a or 101b of the concrete 101.
  • a removable wooden form 100 is positioned for pouring of a concrete floor 101.
  • the coupling 10 with the cap 15 is mounted on the form 100 and secured by nails 102 (FIG. 3), gluing or the like such that the surface 12a of flange 12 is against the form 100.
  • the position of the coupling 10 can be set by template 105.
  • the cement 101 is poured and allowed to set.
  • the cap 15 which is usually a bright color for easy detection is then removed after the cement is set.
  • the pipe 102 and 103 can then be mounted against the annular rim 11f at either end of the coupling 10 and inner wall 11a in a press fit and solvent welded.
  • the chamfer 11j adjacent the flange 12 aids in starting the pipe in the tube 11 opening 16.
  • the coupling 10 of the present invention provides ease of installation during pouring of the cement 101.
  • the concentric pour rings 11c and provide a good water seal between the coupling 10 and the cement 101.
  • the rings 11c also provide a heat sink affect because of the concrete 101 which retards melting of the coupling 10 during a fire.
  • the coupling 10 greatly reduces the cost and difficulty of providing plastic piping 102 or 103 between floors in a building. Further the coupling 10 can be used for other purposes such as mounting metal pipe as shown in FIG. 3 and toilet flange mounting as shown in U.S. Pat. No. 4,261,598.
  • FIG. 3 shows the coupling 10 mounted on a permanently placed pouring form 106 with opening 104 with a metal pipe 200 installed using elastic (rubber) retainers 300 at opposite ends of the coupling 10.
  • the retainer 300 includes a top 301 which serves to aid in driving the retainer 300 in place with a hammer.
  • Outer lip 303 aids in sealing to the inner wall 11a of tube 11 and inner lips 304 seal to the outer wall 200a of pipe 200.
  • the retainer 300 is preferably split (not shown) in a plane parallel to the longitudinal axis A--A in order to provide a means of placing the retainer 300 over the installed pipe 200. Once installed the compression of the retainer 300 by the pipe 200 and wall 11a compresses the slit to provide a tight fluid seal.
  • the retainer 300 with coupling 10 provides an easy and permanent means for holding pipe 200 in place.
  • the retainer 300 can be sold with the couplings 10 as a kit for installation of metal pipe 200.
  • the space 16 between the pipe 200 and inside wall 11a can be with packed with a ceramic fiber filter 305 or the like to provide fire retardancy.
  • the filler 305 can be packed into coupling 10 from the flange 12 end as shown in FIG. 3 or from the opposite end above the coupling 10 with the retainer 300 in place at the flange 12 end. Generally it is easier to insert the filler 305 from above rather than below as shown in FIG. 3.
  • FIGS. 1 to 3 The preferred form of coupling 10 of the present invention is shown in FIGS. 1 to 3. Numerous variations will occur to those skilled in the art and are intended to be included within the scope of the present invention.

Abstract

An improved coupling (10) to be embedded in concrete (101) is described. The coupling includes multiple concentric rings (11c) on an outside wall (11a) of a tube (11) which aid in preventing leakage along the outside wall and which help in providing fire retardancy. The coupling includes a step form (14) having a regular diameter which aids in positioning the coupling using a template (105).

Description

BACKGROUND OF THE INVENTION
(1.) Field of the Invention
The present invention relates to an improved coupling (10) adapted to be embedded in concrete (101). In particular, the present invention relates to a coupling having regularly spaced concentric rings (11c) on the outside (11b) of the coupling which provide a water tight seal with the concrete and which provide a means for adjusting the height of the coupling prior to installation by cutting to conform with the concrete pour upper surface (101a or 101b) to provide a flush fit.
(2) Prior Art
The prior art in my U.S. Pat. No. 4,261,598 describes an improved coupling. This coupling works very well but allows water to seep between the interface of the outside wall 13 of the tube 11 and the concrete 300. Further each pour of cement 300 requires a different height extension 100 with or without water closet flange 400. With my earlier coupling, solvent welding of the tube 11 pipe to the coupling was necessary for extension which required additional effort and resulted in a joint which might leak. Finally, my earlier coupling provided no protection from melting in case of fire.
OBJECTS
It is therefore an object of the present invention to provide an improved coupling (10) which reduces the possibility of leakage between the concrete and coupling interface. Further it is an object of the present invention to provide a coupling (10) which reduces melting due to fire. Further still it is an object of the present invention to provide a coupling (10) which is readily adjustable to different heights by cutting for different cement pour heights (101a or 101b). These and other objects will become increasingly apparent by reference to the following description and to the drawing.
IN THE DRAWING
FIG. 1 is a front view of a coupling (10) showing concentric rings (11c) which are at a predetermined height from the base (12a) of a circular flange (12).
FIG. 2 is a front cross-sectional view of the coupling (10) of FIG. 1 and including in addition a removable cap (15) used during pouring of the cement and showing plastic pipe (102) in dotted lines which is installed after pouring
FIG. 3 is a front cross-sectional view of the coupling (10) of FIG. 2 wherein a small diameter pipe (200) is held in place by retainers (300) and wherein a fire retardant packing (305) is provided inside the coupling.
GENERAL DESCRIPTION
The present invention relates to a coupling (10) having spaced apart parallel cylindrical inside and outside walls which coupling is adapted to be embedded in a concrete floor (101) for supporting pipe (102, 200) and to be at least temporarily supported by a form (100) for pouring the concrete floor which comprises:
(a) a tube 11 having an inside cylindrical wall (11a) defining a cylindrical longitudinal axis (A--A), an outside wall (11b) and opposing ends between the walls;
(b) an inside annular rim (11f) between the ends and around the inside wall of the tube with two spaced apart parallel shoulders (11g and 11h) which are perpendicular to the axis of the tube and with an annular face (11f) between the shoulders which is parallel to the axis of the tube;
(c) attachment means (12) at one end of the tube for securing the coupling to the form using connection means; and
(d) a series of equally spaced apart concentric rings (11c) on the outside wall of the tube, wherein the rings are at predetermined heights relative to the attachment means.
SPECIFIC DESCRIPTION
Referring to FIGS. 1 and 2, the improved pipe coupling 10 of the present invention is shown. The coupling 10 is preferably an integral unit made of injection molded plastic (PVC) and includes a cylindrically shaped tube 11 having a cylindrical inside wall 11a defining a longitudinal axis A--A and a parallel cylindrical outside wall 11b and with a flange 12 at one end of the tube 11. The outside wall 11b has a series of parallel concentric rings 11c positioned such that the lower surface 11d is exactly an even number of inches (or centimeters) from the lower surface 12a of flange 12 and the dimension is preferably marked on the outside wall 11b of the tube 11 as shown in FIG. 1 for reasons which will become apparent. The rings 11c have lower surfaces 11d and upper surfaces 11e which are perpendicular to the longitudinal axis A--A of the tube 11.
The flange 12 includes holes 13 for nails or screws 102 which hold the coupling 10 in position on a pouring form 100 (shown in dotted lines in FIGS. 2 and 3). The lower surface 12a of the flange 12 is secured to the pouring form 100 using the nails or screws 102 as shown in FIG. 3 or by gluing (not shown). Adjacent to the upper surface 12a of flange 12 is a step form 14, concentric with and spaced from the lower most pour ring 11c, which has a radius which is the size of a standard size hole cutter so that the step form 14 fits in closely spaced relationship to a hole 104 in template 105 (as shown in dotted lines). The template 105 is used to position multiple couplings 10 so that piping (not shown) can be prefabricated for installation between couplings on the same level.
The inside wall 11a of the tube 11 includes an inner concentric annular rim 11f which is adapted to receive plastic pipes or the like which abut on spaced apart upper and lower shoulder surfaces 11g and 11h respectively, both of which are perpendicular to the longitudinal axis A--A of the tube 11.
The face 11i of the inner annular rim 11f is parallel to the longitudinal axis A--A and preferably projects towards the axis to produce a height (length of shoulders 11g and 11h) which is about equal to the wall thickness of a standard pipe 102 or 103 (as shown in dotted lines in FIG. 2). The inner wall 11a of tube 11 includes a chamfered portion 11j adjacent to the flange 12.
With the coupling 10 at a selected height, a cover 15 (FIG. 2) is placed over the outside surface 11b of the wall 11 at the end of tube 11 opposite the flange 12. This prevents cement from entering the inside of the coupling 10 during pouring and allows a cement finisher to pass over the coupling 10 at upper surface 101a or 101b of the concrete 101.
In use, a removable wooden form 100 is positioned for pouring of a concrete floor 101. The coupling 10 with the cap 15 is mounted on the form 100 and secured by nails 102 (FIG. 3), gluing or the like such that the surface 12a of flange 12 is against the form 100. The position of the coupling 10 can be set by template 105. The cement 101 is poured and allowed to set. The cap 15 which is usually a bright color for easy detection is then removed after the cement is set. The pipe 102 and 103 can then be mounted against the annular rim 11f at either end of the coupling 10 and inner wall 11a in a press fit and solvent welded. The chamfer 11j adjacent the flange 12 aids in starting the pipe in the tube 11 opening 16.
The coupling 10 of the present invention provides ease of installation during pouring of the cement 101. The concentric pour rings 11c and provide a good water seal between the coupling 10 and the cement 101. The rings 11c also provide a heat sink affect because of the concrete 101 which retards melting of the coupling 10 during a fire. Because of the height markings on the coupling 10, it is a simple matter for a wholesaler or other distributor to cut the couplings adjacent the underside 11d of a ring 11c to provide a coupling height corresponding to the concrete 101 pour height. The coupling 10 greatly reduces the cost and difficulty of providing plastic piping 102 or 103 between floors in a building. Further the coupling 10 can be used for other purposes such as mounting metal pipe as shown in FIG. 3 and toilet flange mounting as shown in U.S. Pat. No. 4,261,598.
FIG. 3 shows the coupling 10 mounted on a permanently placed pouring form 106 with opening 104 with a metal pipe 200 installed using elastic (rubber) retainers 300 at opposite ends of the coupling 10. The retainer 300 includes a top 301 which serves to aid in driving the retainer 300 in place with a hammer. Outer lip 303 aids in sealing to the inner wall 11a of tube 11 and inner lips 304 seal to the outer wall 200a of pipe 200. The retainer 300 is preferably split (not shown) in a plane parallel to the longitudinal axis A--A in order to provide a means of placing the retainer 300 over the installed pipe 200. Once installed the compression of the retainer 300 by the pipe 200 and wall 11a compresses the slit to provide a tight fluid seal.
As can be seen from FIG. 3 the retainer 300 with coupling 10 provides an easy and permanent means for holding pipe 200 in place. The retainer 300 can be sold with the couplings 10 as a kit for installation of metal pipe 200. The space 16 between the pipe 200 and inside wall 11a can be with packed with a ceramic fiber filter 305 or the like to provide fire retardancy. The filler 305 can be packed into coupling 10 from the flange 12 end as shown in FIG. 3 or from the opposite end above the coupling 10 with the retainer 300 in place at the flange 12 end. Generally it is easier to insert the filler 305 from above rather than below as shown in FIG. 3.
The preferred form of coupling 10 of the present invention is shown in FIGS. 1 to 3. Numerous variations will occur to those skilled in the art and are intended to be included within the scope of the present invention.

Claims (14)

I claim:
1. A plastic coupling having spaced apart parallel cylindrical inside and outside walls which coupling is adapted to be embedded in a concrete floor and to be bonded to plastic pipe and to be at least temporarily supported by a form for pouring the concrete floor which comprises:
(a) a tube having an inside cylindrical wall adapted to be bonded to the plastic pipe defining a cylindrical longitudinal axis, a cylindrical outside wall and opposing ends between the walls;
(b) attachment means at one end of the tube for securing the coupling to the form using connection means;
(c) a series of equally spaced apart concentric rings on the outside wall of the tube each with two spaced parallel sides perpendicular to the axis and an annular side parallel to the axis, wherein the series of rings are located between the ends of the tube, wherein the rings are at predetermined heights relative to the attachment means so that the coupling can be severed at any predetermined height adjacent one ring and then the tube fitted with a cap which fits on an opposing end of the tube when severed at the predetermined height for pouring the concrete floor to the height of the cap; and
(d) a step on the outside wall of the tube adjacent to the attachment means which can be used with a positioning template to be layed on the form prior to pouring the concrete for positioning the coupling.
2. The coupling of claim 1 wherein an inside annular rim is provided between the ends and around the inside wall of the tube with two spaced apart parallel shoulders which are perpendicular to the axis of the tube and with an annular face between the shoulders which is parallel to the axis of the tube.
3. The coupling of claim 2 wherein the shoulders have a height towards the axis which is approximately the same as the spaced apart walls of pipe with which the coupling is to be used.
4. The coupling of claim 2 wherein the inside annular rim is located nearer to the end of the tube with the attachment means than to the opposite end of the tube.
5. The coupling of claim 1 wherein the attachment means is a circular flange having openings adapted to receive nails or screws.
6. The coupling of claim 1 wherein the height of the coupling relative to the attachment means end of the tube is marked on the outside wall of the tube.
7. The coupling of claim 1 wherein the step has a radius from the axis which is a standard size for cutting of an opening in the positioning template using a cutting tool.
8. The coupling of claim: 1 wherein a removable cap is provided which fits over the outside wall of the tube at the end opposite the attachment means.
9. The coupling of claim 1 wherein the attachment means is a circular flange having opposing surfaces, which are perpendicular to the axis of the tube.
10. The coupling of claim 1 as a kit with two elastic rubber retainers adapted to support in the coupling at the opposing ends a smaller radius pipe than the inside wall of the tube and to provide a fluid tight seal at either end of the coupling and with a fire retardant ceramic filler material to be provided inside the coupling between the retainers.
11. The coupling of claim 1 wherein the tube at the end opposite the attachment means projects above a ring wherein the coupling is severed adjacent one ring on the side closest to the attachment means and wherein the cap fits over the outside wall on the opposing end of the tube.
12. A method for coupling plastic pipe through a concrete floor which comprises:
(a) providing plastic coupling having spaced apart parallel cylindrical inside and outside walls which coupling is adapted to be embedded in a concrete floor for and to be bonded to plastic pipe and to be at least temporarily supported by a form for pouring the concrete floor including
(1) a tube having an inside cylindrical wall adapted to be bonded to the plastic pipe defining a cylindrical longitudinal axis, a cylindrical outside wall and opposing ends between the walls;
(2) attachment means at one end of the tube for securing the coupling to the form using connection means;
(3) a series of equally spaced apart concentric rings on the outside wall of the tube each with two spaced parallel sides perpendicular to the axis and an angular side parallel to the axis, wherein the series of rings are located between the ends of the tube, wherein the rings are at predetermined heights relative to the attachment means, so that the coupling can be severed at any predetermined height adjacent one ring and then the tube fitted with a cap which fits on an opposing end of the tube when severed at the predetermined height for pouring the concrete floor to the height of the cap; and
(4) a step on the outside wall of the tube adjacent to the attachment means which can be used for use with a positioning template sheet to be layed on the floor prior to pouring the concrete for positioning the coupling;
(b) severing the coupling adjacent the ring at the predetermined height;
(c) fitting the cap on the coupling at the predetermined height;
(d) mounting the coupling with the cap on the form using the template sheet; and
(e) pouring the concrete floor to the predetermined height.
13. The method of claim 12 wherein the severing provides a cut which is perpendicular to the axis of the tube.
14. The method of claim 12 wherein:
(a) a pipe is provided through the tube, the pipe having a smaller radius than the tube;
(b) a fire retardant ceramic material is packed inside the coupling; and (c) two rubber retainers adapted to support the pipe in the coupling at the opposed ends are fitted to the pipe and tube to provide a fluid tight seal at either end of the coupling.
US06/500,538 1983-06-02 1983-06-02 Coupling Expired - Lifetime US4623170A (en)

Priority Applications (8)

Application Number Priority Date Filing Date Title
US06/500,538 US4623170A (en) 1983-06-02 1983-06-02 Coupling
CA000455360A CA1212907A (en) 1983-06-02 1984-05-29 Coupling
JP59502305A JPS60501471A (en) 1983-06-02 1984-05-30 Improved coupling
AU29686/84A AU560377B2 (en) 1983-06-02 1984-05-30 Improved coupling
PCT/US1984/000847 WO1984004795A1 (en) 1983-06-02 1984-05-30 Improved coupling
EP84902321A EP0145752B1 (en) 1983-06-02 1984-05-30 Pipe coupling
BR8406915A BR8406915A (en) 1983-06-02 1984-05-30 PERFECT COUPLING
DE8484902321T DE3470796D1 (en) 1983-06-02 1984-05-30 Pipe coupling

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US06/500,538 US4623170A (en) 1983-06-02 1983-06-02 Coupling

Publications (1)

Publication Number Publication Date
US4623170A true US4623170A (en) 1986-11-18

Family

ID=23989861

Family Applications (1)

Application Number Title Priority Date Filing Date
US06/500,538 Expired - Lifetime US4623170A (en) 1983-06-02 1983-06-02 Coupling

Country Status (8)

Country Link
US (1) US4623170A (en)
EP (1) EP0145752B1 (en)
JP (1) JPS60501471A (en)
AU (1) AU560377B2 (en)
BR (1) BR8406915A (en)
CA (1) CA1212907A (en)
DE (1) DE3470796D1 (en)
WO (1) WO1984004795A1 (en)

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US4773197A (en) * 1987-06-18 1988-09-27 Sullivan John F Air duct boot
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US5347786A (en) * 1992-10-07 1994-09-20 James Bruno Reusable concrete spacer sleeve
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US5921282A (en) * 1997-04-16 1999-07-13 Tci Products Protective cover for plumbing fixtures
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US20070283644A1 (en) * 2006-04-19 2007-12-13 Marco Fischer Leadthrough for a conduit
US7328723B1 (en) * 2007-01-29 2008-02-12 Brett Van Meter Pipe nipple protective sleeve
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US20080216432A1 (en) * 2007-02-09 2008-09-11 Cannistraro Vincent F Kit for plugging a hole with a fire resistant material
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US20110088342A1 (en) * 2009-10-15 2011-04-21 Specified Technologies Inc. Firestopping bushing
US20110162165A1 (en) * 2010-01-07 2011-07-07 Schumacher Jr Raymond L Composite Panel Insert Ring and Method of Using the Same
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US20140260015A1 (en) * 2013-03-15 2014-09-18 Securus, Inc. Extendable sleeve for poured concrete deck
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US9416530B2 (en) * 2009-02-04 2016-08-16 Thomas M Espinosa Concrete anchor
US9982803B2 (en) 2015-05-27 2018-05-29 Brian Michael Kipp Gripping device and method of using
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US20190305539A1 (en) * 2015-09-29 2019-10-03 Hilti Aktiengesellschaft Line feedthrough for feeding lines through a component
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US6161564A (en) * 1999-04-06 2000-12-19 Cornwall; Kenneth R. Fire transmission prevention system
US6357188B1 (en) * 1999-06-25 2002-03-19 Hyang Jae Lee Connector for connecting cable-protecting pipe
AU732683B2 (en) * 1999-08-05 2001-04-26 Kenneth R. Cornwall Self sealing firestop coupling assembly
US6336297B1 (en) * 1999-08-05 2002-01-08 Kenneth R. Cornwall Self sealing firestop coupling assembly
US6401400B1 (en) 2000-03-15 2002-06-11 Newbasis, Llc Industrial vault
US20030009961A1 (en) * 2001-07-12 2003-01-16 3M Innovative Properties Company Pass-through firestop device
US7080486B2 (en) * 2001-07-12 2006-07-25 3M Innovative Properties Company Pass-through firestop device
US6725611B2 (en) 2001-09-13 2004-04-27 Defiglio Steven Peter Sleeve holder for utility conduit
US6595243B2 (en) 2001-11-28 2003-07-22 Shasta Industries, Inc. Swimming pool plumbing water/debris barrier device and method
US6792726B1 (en) 2002-01-04 2004-09-21 Darrell Price Presealed system
US6694684B2 (en) * 2002-04-15 2004-02-24 3M Innovative Properties Company Pass through firestop device
US6820289B2 (en) 2002-05-16 2004-11-23 Deryl Heil Tub installation systems
US20040016190A1 (en) * 2002-07-26 2004-01-29 Radke Duwayne C. Modular device to create a passage through a partition
US20040104498A1 (en) * 2002-12-02 2004-06-03 David Schneider Tubular sleeve insert for creating a void in precast concrete
US20050051225A1 (en) * 2003-09-04 2005-03-10 Thomas Monden Extension for a passageway
EP1577449A2 (en) * 2004-03-15 2005-09-21 VIEGA GmbH & Co. KG. Drain connection
EP1577449A3 (en) * 2004-03-15 2005-11-16 VIEGA GmbH & Co. KG. Drain connection
US20060143813A1 (en) * 2004-12-30 2006-07-06 3M Innovative Properties Company Apparatus and method for placement of a water closet fitting
US7694474B1 (en) 2006-01-26 2010-04-13 Specified Technologies Inc. Method and apparatus for firestopping around a water closet drain pipe in a vertical floor opening
US20070283644A1 (en) * 2006-04-19 2007-12-13 Marco Fischer Leadthrough for a conduit
US7877941B2 (en) * 2006-04-19 2011-02-01 Hilti Aktiengesellschaft Leadthrough for a conduit
US20080093848A1 (en) * 2006-09-11 2008-04-24 Truitt James M Flanged pipe coupling
US7810847B1 (en) 2006-09-26 2010-10-12 Cornwall Kenneth R Sleeve coupling
US7328723B1 (en) * 2007-01-29 2008-02-12 Brett Van Meter Pipe nipple protective sleeve
US20080216432A1 (en) * 2007-02-09 2008-09-11 Cannistraro Vincent F Kit for plugging a hole with a fire resistant material
US7797892B2 (en) 2007-02-09 2010-09-21 Buildings And Matters, Llc Kit for plugging a hole with a fire resistant material
US20080314902A1 (en) * 2007-05-16 2008-12-25 Dayton Douglas C Plug for concrete floor penetrations
US20090090078A1 (en) * 2007-10-04 2009-04-09 Freedom Inc. Combination pipe test cap and concrete sleeve
US20090193737A1 (en) * 2008-02-06 2009-08-06 Waters Jr Louis Albert Protective cap for coupler bar
US7905068B2 (en) * 2008-02-06 2011-03-15 Edgeworth Construction Products, Llc Protective cap for coupler bar
US20100139206A1 (en) * 2008-12-08 2010-06-10 Minarovic Joe T Below floor marker
US9416530B2 (en) * 2009-02-04 2016-08-16 Thomas M Espinosa Concrete anchor
US8397452B2 (en) 2009-10-15 2013-03-19 Specified Technologies Inc. Firestopping bushing
US20110088342A1 (en) * 2009-10-15 2011-04-21 Specified Technologies Inc. Firestopping bushing
US20110162165A1 (en) * 2010-01-07 2011-07-07 Schumacher Jr Raymond L Composite Panel Insert Ring and Method of Using the Same
US8409395B2 (en) 2010-01-07 2013-04-02 Northrop Grumman Corporation Composite panel insert ring and method of using the same
US8986491B2 (en) 2010-01-07 2015-03-24 Northrop Grumman Systems Corporation Composite panel insert ring and method of using the same
US20130326967A1 (en) * 2011-02-23 2013-12-12 Yujoo Co., Ltd. Large concrete block for crane lifting, method for manufacturing same, and method for installing same
US20140020315A1 (en) * 2012-07-23 2014-01-23 Hilti Aktiengesellschaft Assembly for a line conduit
US9074367B2 (en) * 2012-07-23 2015-07-07 Hilti Aktiengesellschaft Assembly for a line conduit
US20160040422A1 (en) * 2013-03-15 2016-02-11 Securus, Inc. Extendable sleeve for poured concrete deck
US9086174B2 (en) * 2013-03-15 2015-07-21 Securus, Inc. Extendable sleeve for poured concrete deck
US9388570B2 (en) * 2013-03-15 2016-07-12 Securus, Inc. Extendable sleeve for poured concrete deck
US20140260015A1 (en) * 2013-03-15 2014-09-18 Securus, Inc. Extendable sleeve for poured concrete deck
US9476199B2 (en) * 2013-03-15 2016-10-25 Securus, Inc. Extendable sleeve for poured concrete deck
US9103116B2 (en) 2013-11-05 2015-08-11 Securus, Inc. Extendable sleeve for poured concrete deck
US9982803B2 (en) 2015-05-27 2018-05-29 Brian Michael Kipp Gripping device and method of using
US10566778B2 (en) * 2015-09-29 2020-02-18 Hilti Aktiengesellschaft Line feedthrough for feeding lines through a component
US20190305539A1 (en) * 2015-09-29 2019-10-03 Hilti Aktiengesellschaft Line feedthrough for feeding lines through a component
US11002385B2 (en) * 2015-10-13 2021-05-11 Snug Solutions Ltd Surrounding member for a pipe
USD827107S1 (en) * 2016-12-16 2018-08-28 Rehau Ag & Co Device for the distribution of liquids or gases
US10280628B2 (en) * 2017-09-06 2019-05-07 Ruentex Engineering & Constructon, Co., Ltd. Waffle slab with plug
US11603659B2 (en) * 2017-12-21 2023-03-14 Reliance Worldwide Corporation Cap for a tubular sleeve for a concrete structure
US11560726B2 (en) * 2019-09-20 2023-01-24 Tommaso Conti Method and device for pre-casting conduit holes in building foundations
US20230287643A1 (en) * 2019-09-20 2023-09-14 Tommaso Conti Method and Device for Pre-Casting Conduit Holes in Building Foundations

Also Published As

Publication number Publication date
EP0145752B1 (en) 1988-04-27
AU2968684A (en) 1984-12-18
JPH0330036B2 (en) 1991-04-26
AU560377B2 (en) 1987-04-02
EP0145752A1 (en) 1985-06-26
JPS60501471A (en) 1985-09-05
BR8406915A (en) 1985-05-21
WO1984004795A1 (en) 1984-12-06
CA1212907A (en) 1986-10-21
DE3470796D1 (en) 1988-06-01
EP0145752A4 (en) 1985-09-26

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